Citation: | NING Ke-yang, YANG Lu, ZHANG Yun, LIN Zi-qian, GUO Yu-ying. RESEARCH ON SECTION CLASSIFICATION OF AUSTENITIC STAINLESS STEEL FLEXURAL MEMBERS[J]. Engineering Mechanics, 2023, 40(9): 98-107. doi: 10.6052/j.issn.1000-4750.2022.01.0037 |
[1] |
GARDNER L. Stability and design of stainless steel structures – Review and outlook [J]. Thin-Walled Structures, 2019, 141: 208 − 216. doi: 10.1016/j.tws.2019.04.019
|
[2] |
CECS 410: 2015, 不锈钢结构技术规程[S]. 北京: 中国计划出版社, 2015.
CECS 410: 2015, Technical specification for stainless steel structures [S]. Beijing: China Planning Press, 2015. (in Chinese)
|
[3] |
GB 50017−2017, 钢结构设计标准[S]. 北京: 中国建筑工业出版, 2017.
GB 50017−2017, Standard for design of steel structures [S]. Beijing: China Architecture& Building Presss, 2017. (in Chinese)
|
[4] |
EN 1993-1-4+A2, Eurocode 3: Design of steel structures- Part 1-4: General rules: Supplementary rules for stainless steels [S]. Brussels: European Committee for Standardization, 2020.
|
[5] |
王萌, 杨维国, 王元清, 等. 奥氏体不锈钢滞回本构模型研究[J]. 工程力学, 2015, 32(11): 107 − 114. doi: 10.6052/j.issn.1000-4750.2014.04.0354
WANG Meng, YANG Weiguo, WANG Yuanqiang, et al. Study on hysteretic constitutive model of austenitic stainless steel [J]. Engineering Mechanics, 2015, 32(11): 107 − 114. (in Chinese) doi: 10.6052/j.issn.1000-4750.2014.04.0354
|
[6] |
常笑, 杨璐, 王萌, 等. 循环荷载下奥氏体型和双相型不锈钢材料本构关系研究[J]. 工程力学, 2019, 36(5): 140 − 150. doi: 10.6052/j.issn.1000-4750.2018.03.0184
CHANG Xiao, YANG Lu, WANG Meng, et al. Study on constitutive model of austenitic stainless steel and duplex stainless steel under cyclic loading [J]. Engineering Mechanics, 2019, 36(5): 140 − 150. (in Chinese) doi: 10.6052/j.issn.1000-4750.2018.03.0184
|
[7] |
骆晶, 施刚, 毛灵涛, 等. 双相型不锈钢 S22053 循环本构关系研究[J]. 工程力学, 2021, 38(9): 171 − 181. doi: 10.6052/j.issn.1000-4750.2020.09.0659
LUO Jing, SHI Gang, MAO Lingtao, et al. Constitutive relation of duplex stainless steel S22053 under cyclic loading [J]. Engineering Mechanics, 2021, 38(9): 171 − 181. (in Chinese) doi: 10.6052/j.issn.1000-4750.2020.09.0659
|
[8] |
杨璐, 宁克洋, 班慧勇, 等. 不锈钢焊接箱形截面压弯构件弯曲屈曲试验研究[J]. 工程力学, 2018, 35(12): 143 − 150. doi: 10.6052/j.issn.1000-4750.2017.09.0741
YANG Lu, NING Keyang, BAN Huiyong, et al. Experimental research on flexural buckling of stainless steel welded box-section beam-columns [J]. Engineering Mechanics, 2018, 35(12): 143 − 150. (in Chinese) doi: 10.6052/j.issn.1000-4750.2017.09.0741
|
[9] |
宁克洋, 杨璐, 赵梦涵. 不锈钢压弯构件整体稳定性能有限元研究与承载力计算方法[J]. 工程力学, 2019, 36(12): 113 − 120. doi: 10.6052/j.issn.1000-4750.2018.12.0705
NING Keyang, YANG Lu, ZHAO Menghan. FE research on the overall stability of stainless-steel beam-columns and calculation method of bearing capacity [J]. Engineering Mechanics, 2019, 36(12): 113 − 120. (in Chinese) doi: 10.6052/j.issn.1000-4750.2018.12.0705
|
[10] |
NING K Y, YANG L, BAN H Y, et al. Experimental and numerical studies on hysteretic behaviour of stainless steel welded box-section columns [J]. Thin-Walled Structures, 2019, 136: 280 − 291. doi: 10.1016/j.tws.2018.12.038
|
[11] |
NING K Y, YANG L, WANG J, et al. Experimental and numerical study of hot-rolled duplex stainless steel CHS columns [J]. Journal of Constructional Steel Research, 2021, 180: 106579. doi: 10.1016/j.jcsr.2021.106579
|
[12] |
SUN Y, ZHAO O. Material response and local stability of high-chromium stainless steel welded I-sections [J]. Engineering Structures, 2019, 178: 212 − 226. doi: 10.1016/j.engstruct.2018.10.024
|
[13] |
袁焕鑫, 陈晓婉, 蔡继生, 等. 不锈钢焊接截面简支梁非线性变形性能研究[J]. 工程力学, 2021, 38(1): 78 − 88. doi: 10.6052/j.issn.1000-4750.2020.01.0022
YUAN Huanxin, CHEN Xiaowan, CAI Jisheng, et al. Non-linear deflection performance of welded stainless steel I-section beams [J]. Engineering Mechanics, 2021, 38(1): 78 − 88. (in Chinese) doi: 10.6052/j.issn.1000-4750.2020.01.0022
|
[14] |
宁克洋, 杨璐, 班慧勇. 不锈钢箱形截面柱抗震性能研究[J]. 土木工程学报, 2020, 53(4): 23 − 30.
NING Keyang, YANG Lu, BAN Huiyong. Research on seismic behavior of stainless steel box-section column [J]. China Civil Engineering Journal, 2020, 53(4): 23 − 30. (in Chinese)
|
[15] |
袁焕鑫, 陈晓婉, 向虎, 等. 弯剪共同作用下不锈钢薄腹梁承载性能试验研究[J]. 土木工程学报, 2021, 54(4): 37 − 44.
YUAN Huanxin, CHEN Xiaowan, XIANG Hu, et al. Experimental study on stainless steel plate girders subjected to bending and shear interaction [J]. China Civil Engineering Journal, 2021, 54(4): 37 − 44. (in Chinese)
|
[16] |
BU Y D, WANG Y Q, ZHAO Y P. Study of stainless steel bolted extended end-plate joints under seismic loading [J]. Thin-Walled Structures, 2019, 144: 106255. doi: 10.1016/j.tws.2019.106255
|
[17] |
GAO J D, DU X X, YUAN H X, et al. Hysteretic performance of stainless steel double extended end-plate beam-to-column joints subject to cyclic loading [J]. Thin-Walled Structures, 2021, 164: 107787. doi: 10.1016/j.tws.2021.107787
|
[18] |
王元清, 乔学良, 贾连光, 等. 单调加载下不锈钢结构梁柱栓焊混用节点承载性能分析[J]. 工程力学, 2019, 36(增刊 1): 59 − 65. doi: 10.6052/j.issn.1000-4750.2018.07.S008
WANG Yuanqing, QIAO Xueliang, JIA Lianguang, et al. Experimental research and FEM analysis on behavior of beam-column connections made of stainless-steel [J]. Engineering Mechanics, 2019, 36(Suppl 1): 59 − 65. (in Chinese) doi: 10.6052/j.issn.1000-4750.2018.07.S008
|
[19] |
GARDNER L, THEOFANOUS M. Discrete and continuous treatment of local buckling in stainless steel elements [J]. Journal of Constructional Steel Research, 2008, 64: 1207 − 1216. doi: 10.1016/j.jcsr.2008.07.003
|
[20] |
SUN Y, LIU Z K, LIANG Y T, et al. Experimental and numerical investigations of hot-rolled austenitic stainless steel equal-leg angle sections [J]. Thin-Walled Structures, 2019: 144.
|
[21] |
GKANTOU M, KOKOSIS G, THEOFANOUS M, et al. Plastic design of stainless steel continuous beams [J]. Journal of Constructional Steel Research, 2019, 152: 68 − 80. doi: 10.1016/j.jcsr.2018.03.025
|
[22] |
ZHANG L L, TAN, K H, ZHAO O. Local stability of press-braked stainless steel angle and channel sections: Testing, numerical modelling and design analysis [J]. Engineering Structures, 2020, 203: 109869. doi: 10.1016/j.engstruct.2019.109869
|
[23] |
YUAN H X, WANG Y Q, GARDNER L, et al. Local-overall interactive buckling of welded stainless steel box section compression members [J]. Engineering Structures, 2014, 67: 62 − 76. doi: 10.1016/j.engstruct.2014.02.012
|
[24] |
GARDNER L, NETHERCOT D A. Numerical modeling of stainless steel structural components-a consistent approach [J]. Journal of Structural Engineering, 2004, 130(10): 1586 − 1601. doi: 10.1061/(ASCE)0733-9445(2004)130:10(1586)
|
[25] |
YUAN H X, WANG Y Q, SHI Y J, et al. Residual stress distributions in welded stainless steel sections [J]. Thin-Walled Structures, 2014, 79(2): 38 − 51.
|